CN211923173U - Roof structure of integrated building of steel concrete - Google Patents
Roof structure of integrated building of steel concrete Download PDFInfo
- Publication number
- CN211923173U CN211923173U CN202020225956.2U CN202020225956U CN211923173U CN 211923173 U CN211923173 U CN 211923173U CN 202020225956 U CN202020225956 U CN 202020225956U CN 211923173 U CN211923173 U CN 211923173U
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- Prior art keywords
- steel
- support
- longitudinal
- wall
- beams
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 239000004567 concrete Substances 0.000 title claims abstract description 50
- 230000008093 supporting effect Effects 0.000 claims abstract description 33
- 125000006850 spacer group Chemical group 0.000 claims description 8
- 238000003825 pressing Methods 0.000 claims description 7
- 239000010410 layer Substances 0.000 claims description 5
- 239000002344 surface layer Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000004321 preservation Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 239000004568 cement Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 241000282693 Cercopithecidae Species 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a roof structure of a steel concrete integrated building, which comprises a wall body and an enclosing wall, wherein the enclosing wall is arranged at the upper end of the wall body, the inner walls of the front end and the rear end of the uppermost end of the wall body are connected with longitudinal beams, two symmetrically arranged beam supporting devices are respectively arranged between the longitudinal beams and the longitudinal beams of the roof structure of the steel concrete integrated building, and the beam supporting devices can apply outward tension to each longitudinal beam, each longitudinal beam can play a role in reinforcing the longitudinal beams under the action of the tension generated by the beam supporting devices, and the outer wall of the upper end of each beam supporting device is parallel and level with the longitudinal beams after the beam supporting devices are arranged, so that the beam supporting devices can be contacted with the bottom of steel building templates arranged on the longitudinal beams and the transverse beams together with the longitudinal beams, thereby can play the effect of auxiliary stay laying to steel building templates.
Description
Technical Field
The utility model belongs to the technical field of the building is relevant, concretely relates to roof structure of integrated building of steel concrete.
Background
The roof is the surface of the roof of a building, also refers to the part between a ridge and an eave, and the part occupies a larger area of the roof, or the roof is the part with a larger area in the roof, and generally comprises a concrete cast-in-place floor, a cement mortar leveling layer, a heat insulation layer, a waterproof layer, a cement mortar protective layer, a drainage system, a parapet, lightning protection measures and the like, the construction of tile surfaces is carried out during special engineering, and concrete refers to a general name of engineering composite materials formed by cementing aggregates into a whole by cementing materials. The concrete is cement concrete, also called common concrete, which is prepared by mixing cement as cementing material, sand and stone as aggregate, and water (optionally containing additive and admixture) in a certain proportion and stirring.
The existing roof technology for manufacturing concrete integrated buildings has the following problems: the existing concrete-made integrated building roof is cast by rolling a beam on the inner wall of the uppermost end of a wall by using a steel bar, then forming a finished beam by casting concrete, then installing a template on the beam and casting the concrete to form the roof, and at the moment, the auxiliary supporting structures are really arranged between the beams and between the templates, so that the cast concrete roof is easy to crack, and the safe use of the roof is influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a roof structure of integrated building of steel concrete to solve between the crossbeam on the roof and between crossbeam and the template that provide in the above-mentioned background art and assist the support nature structure really, thereby cause the concrete roof of pouring the completion to produce the fracture easily, thereby can influence the problem of the safe handling on roof.
In order to achieve the above object, the utility model provides a following technical scheme: a roof structure of a steel concrete integrated building comprises a wall body and an enclosing wall, wherein the enclosing wall is installed at the upper end of the wall body, longitudinal beams are connected to the inner walls of the front end and the rear end of the wall body, transverse beams are connected to the inner walls of the left end and the right end of the uppermost end of the wall body, the transverse beams are intersected with the longitudinal beams, a beam supporting device is connected between the longitudinal beams and the longitudinal beams, steel building templates are arranged at the upper ends of the transverse beams and the longitudinal beams, a concrete surface layer is arranged on the outer wall of the upper end of each steel building template, a connecting column is arranged on the beam supporting device, transverse supports A and supports B are respectively arranged at the front end and the rear end of the connecting column, the shapes, the sizes and the structural compositions of the supports A and the supports B are the same, a transverse support sleeve is arranged on the support A, and a middle spacer, the utility model discloses a support adjusting screw, including well spacer block, support adjusting screw, horizontal support adjusting stud, two both ends all are provided with the outside support adjusting screw of opening about the well spacer block, two the inside of supporting adjusting screw all has cup jointed horizontal support adjusting stud, two the outermost end that supports adjusting stud sets up respectively and supports the cover both ends outside about, two the outermost end that supports adjusting stud all is provided with the holddown, two holddown respectively with two adjacent horizontal beam inboard outer wall connection.
Preferably, the transverse cross beam and the longitudinal cross beam are rolled into frames by adopting steel bars and then formed by pouring concrete, and the transverse cross beam and the longitudinal cross beam are connected in a right-angle state in an intersecting manner.
Preferably, the outer walls around the wall body and the enclosing wall are all provided with heat preservation layers, and the outer walls around the wall body and the enclosing wall are respectively kept vertical, horizontal and level.
Preferably, the support A and the support B are kept parallel to each other, and the maximum outward adjustment length of the support A and the support B is larger than the gap distance between two adjacent longitudinal beams.
Preferably, the outer wall of the pressing plate is further provided with a non-slip pad to increase the friction force when the pressing plate is in contact with the longitudinal beam, and the diameter of the pressing plate is smaller than the vertical thickness of the transverse beam and the vertical thickness of the longitudinal beam.
Preferably, the steel building template is of a flat plate structure, and the steel building template is internally rolled into a frame by adopting steel bars and then poured by concrete.
Compared with the prior art, the utility model provides a roof structure of integrated building of steel concrete possesses following beneficial effect:
1. the utility model discloses an it has the crossbeam strutting arrangement of two symmetry installations all to increase between this steel concrete integrated building's roof structure's longitudinal beam and longitudinal beam, and can exert outside tension to every longitudinal beam through crossbeam strutting arrangement, and every longitudinal beam can play the reinforcement effect to longitudinal beam under all receiving the produced tension of crossbeam strutting arrangement to add to hold, and crossbeam strutting arrangement keeps the parallel and level with longitudinal beam on its upper end outer wall after installing, can make crossbeam strutting arrangement also can be together with longitudinal beam and install the steel building template bottom contact on longitudinal beam and transverse beam like this, thereby can play the auxiliary stay to steel building template and lay the effect, and the longitudinal beam passes through better support ware steel building template after crossbeam strutting arrangement's reinforcement, make steel building template and longitudinal beam can form into the whole roof of a firmer after through concrete placement, make steel building template and longitudinal beam can form a firm roof whole building template after through concrete placement Thereby increasing the firmness and safety of the roof;
2. the specific use mode and principle of the beam support of the utility model are as follows, after the longitudinal beam and the transverse beam are cast, the beam support device is required to be installed between every two longitudinal beams at the moment, when the beam support device is installed, the length of the support A and the support B on the beam support device is smaller than the gap distance between the two adjacent longitudinal beams at the moment, the whole beam support device is only required to be horizontally placed inside the two adjacent longitudinal beams, then the support A and the support B are respectively adjusted in length, taking the use length of the support A as an example, at the moment, only a movable wrench is required to be respectively sleeved outside the two pressure plates and then the two pressure plates are clockwise rotated, at the moment, the pressure plates can synchronously drive the support adjusting studs connected with the pressure plates to rotate, and the innermost ends of the two support adjusting studs are respectively connected inside the support adjusting screw holes inside the left end and the right end of the support sleeve, and two support adjusting stud then can outwards withdraw from through the screw thread effect when rotatory, thereby can increase the total length of eyelidretractor A, like this two support adjusting stud after adjusting certain length can outwards promote respectively the clamp plate and respectively firmly support two clamp plates on two adjacent longitudinal beam inner walls, then need continue outwards to expand eyelidretractor A's length, thereby make eyelidretractor A exert outside tension to two adjacent longitudinal beam respectively, thereby make the longitudinal beam through tension with holding and become more firm, like this when installing steel building templates to longitudinal beam and transverse beam upper end, steel building templates bottom also can contact with crossbeam strutting arrangement this moment, thereby make crossbeam strutting arrangement also can play certain supporting effect to steel building templates, thereby make the roof whole that becomes through concrete placement after steel supporting templates and longitudinal beam and transverse beam are integrated can more firmly safe and safe And (4) completing.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description, do not constitute a limitation of the invention, in which:
fig. 1 is a schematic view of a three-dimensional structure of a roof structure of a steel concrete integrated building provided by the present invention;
fig. 2 is a schematic top plan view of a roof structure of a steel concrete integrated building according to the present invention;
fig. 3 is a schematic view of a bottom plan structure of a roof structure of a steel concrete integrated building provided by the present invention;
fig. 4 is a schematic plan view of the cross beam supporting device according to the present invention;
in the figure: 1. a wall body; 2. a wall; 3. steel building templates; 4. a concrete surface layer; 5. a longitudinal cross member; 6. a transverse cross beam; 7. a beam support means; 8. a support A; 9. a support B; 10. connecting columns; 11. pressing the plate tightly; 12. supporting the adjusting stud; 13. a support sleeve; 14. a middle spacer block; 15. and supporting and adjusting screw holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a roof structure of a steel concrete integrated building comprises a wall body 1 and an enclosing wall 2, wherein the enclosing wall 2 is installed at the upper end of the wall body 1, longitudinal beams 5 are connected to the inner walls of the front end and the rear end of the uppermost end of the wall body 1, transverse beams 6 are connected to the inner walls of the left end and the right end of the uppermost end of the wall body 1, the transverse beams 6 are intersected with the longitudinal beams 5, a beam supporting device 7 is connected between the longitudinal beams 5 and the longitudinal beams 5, the outer wall of the upper end of the beam supporting device 7 is flush with the longitudinal beams 5 after installation, so that the beam supporting device 7 can be contacted with the bottoms of steel building templates 3 installed on the longitudinal beams 5 and the transverse beams 6 together with the longitudinal beams 5, the steel building templates 3 can be supported and placed in an auxiliary mode, and the steel building templates 3 can be supported better after the longitudinal beams 5, the steel building template 3 and the longitudinal beam 5 can form a firmer roof whole after being poured by concrete, the steel building template 3 is arranged at the upper ends of the transverse beam 6 and the longitudinal beam 5, the concrete surface layer 4 is arranged on the outer wall of the upper end of the steel building template 3, the transverse beam 6 and the longitudinal beam 5 are both rolled into a frame by steel bars and then are poured by concrete, the transverse beam 6 and the longitudinal beam 5 are in crossed connection in a right angle state, the outer wall of the pressure plate 11 is also provided with an anti-slip pad to increase the friction force when in contact with the longitudinal beam 5, the diameter of the pressure plate 11 is smaller than the vertical thickness of the transverse beam 6 and the longitudinal beam 5, the steel building template 3 is of a flat structure, the steel building template 3 is internally rolled into a frame by steel bars and then is poured by concrete, and the outer walls around the wall body 1 and the enclosure 2 are both provided with, the outer wall all around of wall body 1 and enclosure 2 equally divide and do not keep vertical level parallel and level, and the heat preservation can play the guard action to wall body 1 and enclosure 2, prevents that the high temperature from crossing low and causing the condition of wall body 1 and enclosure 2 fracture to appear.
A roof structure of a steel concrete integrated building is disclosed, wherein a connecting column 10 is arranged on a beam supporting device 7, the front end and the rear end of the connecting column 10 are respectively provided with a transverse support A8 and a support B9, the shapes, the sizes and the structural compositions of the support A8 and the support B9 are the same, a transverse support sleeve 13 is arranged on the support A8, a middle spacer block 14 is arranged in the center of the support sleeve 13, support adjusting screw holes 15 with outward openings are arranged at the left end and the right end of the middle spacer block 14, transverse support adjusting screw bolts 12 are sleeved in the two support adjusting screw holes 15, the outermost ends of the two support adjusting screw bolts 12 are respectively arranged outside the left end and the right end of the support sleeve 13, a pressure plate 11 is arranged at the outermost ends of the two support adjusting screw bolts 12, the two pressure plates 11 are respectively connected with the inner side outer walls of two adjacent transverse beams 6, when in use, the whole beam supporting device 7 is only required to be horizontally placed inside two adjacent longitudinal beams 5, then respectively adjusting the lengths of the support A8 and the support B9, taking the use length of the support A8 as an example, at this time, only a monkey wrench needs to be respectively sleeved outside the two clamping plates 11 and then the two clamping plates 11 are rotated clockwise, at this time, the clamping plates 11 can synchronously drive the support adjusting studs 12 connected with the clamping plates to rotate, the innermost ends of the two support adjusting studs 12 are respectively connected inside the support adjusting screw holes 15 inside the left end and the right end of the support sleeve 13, and the two support adjusting studs 12 can be withdrawn outwards through the screw action when rotating, so that the total length of the support A8 can be increased, so that after the support adjusting studs are adjusted to a certain length, the two support adjusting studs 12 can respectively push the clamping plates 11 outwards and respectively firmly press the two clamping plates 11 against the inner walls of the two adjacent longitudinal beams 5, and then the length of the support A8 needs to be continuously expanded outwards, the supports A8 respectively exert outward tension on two adjacent longitudinal beams 5, so that the longitudinal beams 5 are more firmly held by the tension, when the steel building templates 3 are installed on the upper ends of the longitudinal beams 5 and the transverse beams 6, the bottoms of the steel building templates 3 are also contacted with the beam supporting devices 7, so that the beam supporting devices 7 can also play a certain supporting effect on the steel building templates 3, the supports A8 and the supports B9 are kept relatively parallel to each other, the maximum outward adjusting length of the supports A8 and the supports B9 is larger than the gap distance between two adjacent longitudinal beams 5, and the whole beam supporting device 7 can be placed between two adjacent longitudinal beams 5 without obstacles when the beam supporting devices 7 are installed.
The utility model discloses a theory of operation and use flow: after the utility model is installed, when the roof structure of the integrated steel concrete building is assembled and used, firstly, reinforcing steel bars are rolled on the inner wall of the periphery of the uppermost end of the wall body 1 to form a frame structure of the transverse beam 6 and the longitudinal beam 5, then concrete pouring is carried out on the frame structure rolled by the reinforcing steel bars in an auxiliary way through the template, the finished longitudinal beam 5 and the transverse beam 6 can be formed after the concrete is completely dried, then the upper ends of the longitudinal beam 5 and the transverse beam 6 are covered with the steel building templates 3 with corresponding numbers, after the steel building templates 3 are installed, concrete pouring is needed, finally, the concrete at the upper end of the steel building templates 3 is leveled by cement, and two beam supporting devices 7 which are symmetrically installed are additionally arranged between the longitudinal beam 5 and the longitudinal beam 5 of the roof structure of the integrated steel concrete building, and each longitudinal beam 5 can be applied with outward tension through the beam supporting device 7, each longitudinal beam 5 can play a role in reinforcing the longitudinal beam 5 under the tension generated by the beam supporting device 7, and the outer wall of the upper end of each beam supporting device 7 is kept flush with the longitudinal beam 5 after the beam supporting device 7 is installed, so that the beam supporting device 7 can also be contacted with the bottom of the steel building template 3 installed on the longitudinal beams 5 and the transverse beams 6 together with the longitudinal beams 5, and the steel building template 3 can be supported and placed secondarily.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a roof structure of integrated building of steel concrete, includes wall body (1) and enclosure (2), its characterized in that: the wall body (2) is arranged at the upper end of the wall body (1), the wall body (1) is connected with longitudinal beams (5) on the inner walls of the front and rear ends of the wall body (1), the inner walls of the left and right ends of the wall body (1) are connected with transverse beams (6), the transverse beams (6) are intersected with the longitudinal beams (5), a beam supporting device (7) is connected between the longitudinal beams (5) and the longitudinal beams (5), steel building templates (3) are arranged at the upper ends of the transverse beams (6) and the longitudinal beams (5), a concrete surface layer (4) is arranged on the outer wall of the upper end of each steel building template (3), a connecting column (10) is arranged on the beam supporting device (7), transverse supporters A (8) and B (9) are respectively arranged at the front end and the rear end of the connecting column (10), the shapes and the sizes and the structural compositions of the supporters A (8) and B (9) are the same, be provided with horizontal support cover (13) on eyelidretractor A (8), support cover (13) center department inside and be provided with well spacer block (14), both ends all are provided with outside support adjustment screw (15) of opening about well spacer block (14), two support the inside of adjusting screw (15) and all cup jointed horizontal support adjustment stud (12), two the outermost end that supports adjustment stud (12) sets up respectively and supports the cover (13) both ends outside about, two the outermost end that supports adjustment stud (12) all is provided with clamp plate (11), two clamp plate (11) respectively with two adjacent transverse beam (6) inboard wall connection.
2. The roof structure of a steel concrete integrated building according to claim 1, wherein: the transverse beam (6) and the longitudinal beam (5) are both internally rolled into frames by adopting steel bars and then formed by pouring concrete, and the transverse beam (6) and the longitudinal beam (5) are in crossed connection in a right-angle state.
3. The roof structure of a steel concrete integrated building according to claim 1, wherein: the wall body (1) and the enclosing wall (2) are all provided with heat preservation layers on the outer wall all around, the outer wall all around of wall body (1) and enclosing wall (2) is equallyd divide and is do not keep vertical level parallel and level.
4. The roof structure of a steel concrete integrated building according to claim 1, wherein: the support A (8) and the support B (9) are kept parallel to each other, and the maximum outward adjustment length of the support A (8) and the support B (9) is larger than the gap distance between two adjacent longitudinal cross beams (5).
5. The roof structure of a steel concrete integrated building according to claim 1, wherein: the outer wall of the pressing plate (11) is further provided with an anti-slip pad to increase the friction force when the pressing plate is in contact with the longitudinal cross beam (5), and the diameter of the pressing plate (11) is smaller than the vertical thickness of the transverse cross beam (6) and the vertical thickness of the longitudinal cross beam (5).
6. The roof structure of a steel concrete integrated building according to claim 1, wherein: the steel building template (3) is of a flat plate structure, and the steel building template (3) is internally rolled into a frame by adopting steel bars and then formed by pouring concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020225956.2U CN211923173U (en) | 2020-02-28 | 2020-02-28 | Roof structure of integrated building of steel concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020225956.2U CN211923173U (en) | 2020-02-28 | 2020-02-28 | Roof structure of integrated building of steel concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211923173U true CN211923173U (en) | 2020-11-13 |
Family
ID=73352016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020225956.2U Expired - Fee Related CN211923173U (en) | 2020-02-28 | 2020-02-28 | Roof structure of integrated building of steel concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211923173U (en) |
-
2020
- 2020-02-28 CN CN202020225956.2U patent/CN211923173U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
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Granted publication date: 20201113 |